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1076/27- Kollam Municipal Corporation, Kilikolloor Zonal, Palkulangara Division-Maintenance works for Roads near to Puliyathumukku subroad Oottukuzhy bridge, Roads in New nagar, MG nagar, Kairali nagar, GK nagar, Elavanthy nagar, Guru

Local Self Government Department

Kollam Municipal Corporation | Kollam, Kerala

Amount: ₹28.6 LCloses: 8 Oct 2026

Timeline

Published29 Sept 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹28.6 L

EMD Value

₹50,000

Closing Date

8 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

SE, Kollam municipal corporation

Address

SE, Kollam municipal corporation

Work Description

1076/27- Kollam Municipal Corporation, Kilikolloor Zonal, Palkulangara Division-Maintenance works for Roads near to Puliyathumukku subroad Oottukuzhy bridge, Roads in New nagar, MG nagar, Kairali nagar, GK nagar, Elavanthy nagar, Guru

Tender Information

Tender ID

2026_LSGD_874266_20

Reference Number

PC4/1324148/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kollam Municipal Corporation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITIES OR BOQ (.xls)

RequiredSIGNED COPY OF SBD (.pdf)

RequiredSIGNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredE-PAYMENT FORM,FORM OF INTEGRITY PACT (.pdf)

RequiredSIGNED COPY OF TENDER FORM (.pdf)

RequiredSIGNED COPY OF LISCENSE,GST REGISTRATION ETC. (.pdf)

RequiredSIGNED COPY OF AFFIDAVIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

29 Sept 2026

Download Ends

8 Oct 2026

Submission Starts

29 Sept 2026

Clarification Period

29 Sept 2026 - 8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenace works
1.001	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	358.7	sqm	-	-
1.002	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	78.65	cum	-	-
1.003	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	135.47	cum	-	-
1.004	OD157607/2026-2027:Providing and Laying of Interlocking Cement-Concrete Block Pavements of M30 grade having thickness 80mm, laid in required colour and pattern over 50mm thick compacted bed of coarse-sand, filling the joints with fine sand, etc complete as per the direction of Engineer-In-Charge.	1,190.34	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	43.59	cum	-	-
1.006	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	9.6	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.03	tonne	-	-
1.008	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	0.5	cum	-	-
1.009	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	0.5	cum	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

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Tendernotice_4.pdf

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Tendernotice_5.pdf

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Tendernotice_6.pdf

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Work Item Documents

BOQ_1484384.xls

BOQ • 0.31 MB

1076div26sbd.pdf

Tender Documents • 1.64 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenace works
1.001	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	358.7	sqm	-	-
1.002	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	78.65	cum	-	-
1.003	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	135.47	cum	-	-
1.004	OD157607/2026-2027:Providing and Laying of Interlocking Cement-Concrete Block Pavements of M30 grade having thickness 80mm, laid in required colour and pattern over 50mm thick compacted bed of coarse-sand, filling the joints with fine sand, etc complete as per the direction of Engineer-In-Charge.	1,190.34	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	43.59	cum	-	-
1.006	75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.	9.6	cum	-	-
1.007	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.03	tonne	-	-
1.008	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	0.5	cum	-	-
1.009	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	0.5	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenace works

1.001

3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

358.7

sqm

1.002

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

78.65

cum

1.003

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

135.47

cum

1.004

OD157607/2026-2027:Providing and Laying of Interlocking Cement-Concrete Block Pavements of M30 grade having thickness 80mm, laid in required colour and pattern over 50mm thick compacted bed of coarse-sand, filling the joints with fine sand, etc complete as per the direction of Engineer-In-Charge.

1,190.34

sqm

1.005

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

43.59

cum

1.006

75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

9.6

cum

1.007

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.03

tonne

1.008

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

0.5

cum

1.009

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

0.5

cum